CN106818264A - A kind of circular steel pile tube and its construction method for coordinating system of taproot arbor reinforcing side slope - Google Patents
A kind of circular steel pile tube and its construction method for coordinating system of taproot arbor reinforcing side slope Download PDFInfo
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- CN106818264A CN106818264A CN201710203769.7A CN201710203769A CN106818264A CN 106818264 A CN106818264 A CN 106818264A CN 201710203769 A CN201710203769 A CN 201710203769A CN 106818264 A CN106818264 A CN 106818264A
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- Prior art keywords
- arbor
- circular steel
- taproot
- steel pile
- tube
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Classifications
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G7/00—Botany in general
- A01G7/06—Treatment of growing trees or plants, e.g. for preventing decay of wood, for tingeing flowers or wood, for prolonging the life of plants
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01C—PLANTING; SOWING; FERTILISING
- A01C23/00—Distributing devices specially adapted for liquid manure or other fertilising liquid, including ammonia, e.g. transport tanks or sprinkling wagons
- A01C23/02—Special arrangements for delivering the liquid directly into the soil
- A01C23/023—Special arrangements for delivering the liquid directly into the soil for liquid or gas fertilisers
- A01C23/025—Continuous injection tools
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/28—Prefabricated piles made of steel or other metals
- E02D5/285—Prefabricated piles made of steel or other metals tubular, e.g. prefabricated from sheet pile elements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Soil Sciences (AREA)
- Environmental Sciences (AREA)
- Biodiversity & Conservation Biology (AREA)
- Ecology (AREA)
- Forests & Forestry (AREA)
- Water Supply & Treatment (AREA)
- Wood Science & Technology (AREA)
- Botany (AREA)
- Piles And Underground Anchors (AREA)
- Hydroponics (AREA)
Abstract
The present invention relates to a kind of circular steel pile tube and its construction method for coordinating system of taproot arbor reinforcing side slope, circular steel pile tube 3~6m long and less than the length of main root after system of taproot arbor Cheng Shu used, wherein circular steel pile tube demifacet is uniformly drilled with fibrous root and portals, every circular steel pile tube matches somebody with somebody a plant nutrition liquid dispatch tube, plant nutrition liquid transmission bottom of the tube is portalled in cone with some nutrient solutions.It is used to coordinate the circular steel pile tube and its construction method of system of taproot arbor reinforcing side slope using this, under the induction of nutrient solution, along the oblique growth of circular steel pile tube, the later stage is under gravity for system of taproot arbor main root for early stage, system of taproot arbor main root longitudinal growth, gos deep into supporting course.Usefulness of the present invention：The phenomenon of early stage poor processing effect when can avoid tree planting reinforcing side slope；Effect compared to common tree planting reinforcing side slope is more excellent；Some Slope Treatment methods can be avoided simultaneously needs secondary greening construction after side slope has been processed.
Description
Technical field
The present invention relates to slope reinforcement field, more particularly to a kind of circular steel for coordinating system of taproot arbor reinforcing side slope
Pile tube and its construction method.
Background technology
China since the reform and opening-up, sky way, the highway in mountain area just in carrying out like a raging fire, at these
During the construction of highway, it may appear that substantial amounts of side slope needs to protect, reinforces.The processing method of current side slope is although numerous, but mostly
Planting greening will be again carried out after side slope has been processed, repetition can be produced to construct, the construction period is often more long；If directly using
Plant trees the mode reinforced, the very short consolidation effect of root of early stage trees is poor, and the root of plant is and vertically grows up, effect is not most
It is good.Constantly invention, improvement, so as to further improve construction quality, creates bigger warp suitable for the reinforcement means of different side slopes
Ji benefit is very necessary.
The content of the invention
Pointedly to solve the above problems, the present invention proposes a kind of circle for coordinating system of taproot arbor reinforcing side slope
Steel-pipe pile and its construction method.Using a kind of circular steel pile tube for coordinating system of taproot arbor reinforcing side slope of the invention and its
Construction method, the phenomenon of early stage poor processing effect when can avoid tree planting reinforcing side slope；Early stage arbor main root of the present invention is in plant
In the presence of nutrient solution, grown along circular steel pile tube, later stage main root longitudinally gos deep into supporting course, compared to common tree planting reinforcing edge
The effect on slope is more excellent；Some Slope Treatment methods can be avoided simultaneously needs secondary greening construction after side slope has been processed.
In order to realize above-mentioned technical purpose, present invention employs following technical scheme：
A kind of circular steel pile tube for coordinating system of taproot arbor reinforcing side slope, it is characterised in that：Circular steel pile tube is long by 3~
6m and less than the length of main root after system of taproot arbor Cheng Shu used, thickness 5~20mm, wherein 60~80cm of diameter, round steel pipe
Stake demifacet is equably drilled with fibrous root and portals, a diameter of 2~5cm that fibrous root portals, and every circular steel pile tube takes root in thing equipped with one
Nutrient solution dispatch tube.
A kind of circular steel pile tube for coordinating system of taproot arbor reinforcing side slope, it is characterised in that：The plant nutrition liquid
Transmission length of tube is suitable with circular steel pile tube, a diameter of 6~8cm；Plant nutrition liquid transmission bottom of the tube in cone, and if with
Dry nutrient solution portals, and nutrient solution goes out bore dia less than 10mm；The plant nutrition liquid dispatch tube nutritious liquid inlet hole in top and use stopper
Clog；Plant nutrition liquid dispatch tube is made up of highstrenghtpiston.
A kind of circular steel pile tube and its construction method for coordinating system of taproot arbor reinforcing side slope, it is characterised in that including
Following steps：
1) material prepares：According to construction environment, suitable system of taproot arbor is chosen some；According to side slope actual conditions and institute
With arbor, choose appropriate length, diameter, thickness circular steel pile tube it is some；According to selected system of taproot arbor, it is determined that properly
Fibrous root go out bore dia, uniformly boring fibrous root to every circular steel pile tube demifacet portals；Diameter according to selected circular steel pile tube,
Length, determines the length and diameter of plant nutrition liquid dispatch tube, makes plant nutrition liquid dispatch tube some.
2) prepare before constructing：Place is peaceful, and machine-walking track laying, machinery is marched into the arena.
3) circular steel pile tube implantation：By the implantation of circular steel pile tube, it is ensured that there is what fibrous root portalled partly to face up.
4) arbor is planted：System of taproot arbor is planted in every circular steel pile tube, has what fibrous root portalled in circular steel pile tube
Demifacet is inserted into plant nutrition liquid dispatch tube, it is ensured that nutrient solution portals down, and plant nutrition liquid dispatch tube insertion depth compares taproot
It is arbor main root depth 3cm or so.
5) construction is completed：After system of taproot arbor has been planted, plant nutrition liquid is filled in plant nutrition liquid dispatch tube,
Demolition Construction equipment, place cleaning.
6) follow-up work：With the growth of plant, at regular intervals to adding plant in whole plant nutrition liquid dispatch tube
Nutrient solution, adjusts plant nutrition liquid dispatch tube insertion depth at regular intervals, keeps plant nutrition liquid dispatch tube insertion depth
Than system of taproot arbor main root depth 3cm or so, until after in the fully-inserted soil body of plant nutrition liquid dispatch tube, reclaiming plant nutrition liquid
Dispatch tube.
The invention has the characteristics that and beneficial effect：
1. circular steel pile tube demifacet of the present invention is uniformly drilled with fibrous root and portals, and arbor fibrous root can go out toward fibrous root
Grown at hole.
2. the present invention uses circular steel pile tube and the system of taproot arbor reinforcing side slope together, before can overcoming tree planting reinforcing side slope
The shortcoming that phase, consolidation effect was poor because plant roots are short, can overcome some method for reinforcing side slope to be needed after side slope has been processed
The shortcoming of secondary greening construction.
3. system of taproot arbor early stage of the present invention is under the induction of nutrition fluid catheter, arbor main root along the oblique growth of steel-pipe pile,
Later stage, supporting course was goed deep into arbor main root longitudinal growth, and such slope reinforcement effect is reinforced better than common tree planting under gravity
Side slope.
4. plant nutrition liquid dispatch tube of the present invention is made up of highstrenghtpiston, repeats and utilizes.
Brief description of the drawings
A kind of circular steel pile tube overall schematics for coordinating system of taproot arbor reinforcing side slope of Fig. 1.
Fig. 2 nutrient solution dispatch tube generalized sections.
Fig. 3 circular steel pile tube schematic diagrames.
Label declaration in figure：1- circular steel pile tubes, 2- fibrous roots, 3- system of taproot arbors, 4- main roots, the transmission of 5- plant nutrition liquids
Pipe, 6- side slopes, 7- soft layers, 8- supporting courses, 9- stoppers, 10- nutrient solutions portal, and 11- fibrous roots portal.
Specific embodiment
In order that technological means, creation characteristic, reached purpose and effect that the present invention is realized are easy to understand, further
Illustrate the present invention.
Reinforcing of the present invention for side slope.
Represented by Fig. 1 is a kind of circular steel pile tube overall schematic of cooperation system of taproot arbor reinforcing side slope, and early stage is straight
Under the induction of nutrient solution, along the oblique growth of circular steel pile tube 1, fibrous root 2 gets out the palpus of circular steel pile tube 1 to the main root 4 of root system arbor 3
Root portals 11, the vertical growth under gravity of the main root 4 of later stage system of taproot arbor 3, gos deep into supporting course 8.Represented by Fig. 2 is battalion
Nutrient solution dispatch tube generalized section, the nutritious liquid inlet hole in the upper end of nutrient solution dispatch tube 5, is clogged, nutrient solution dispatch tube 5 with stopper 9
The nutritious liquid in lower end portals 10.Represented by Fig. 3 is circular steel pile tube schematic diagram, and the demifacet of circular steel pile tube 1 is uniformly drilled with palpus
Root portals 11.
A kind of circular steel pile tube and its construction method for coordinating system of taproot arbor reinforcing side slope, it is characterised in that including
Following steps：
1) material prepares：According to construction environment, suitable system of taproot arbor 3 is chosen some；According to the actual conditions of side slope 6 and
System of taproot arbor 3 used, choose appropriate length, diameter, thickness circular steel pile tube 1 it is some；It is tall according to the selected system of taproot
Wood 3,11 diameters it is determined that suitable fibrous root portals uniformly bore fibrous root to the every demifacet of circular steel pile tube 1 and portal 11；According to selected
The diameter of circular steel pile tube 1, length, determine the length and diameter of plant nutrition liquid dispatch tube 5, make plant nutrition liquid dispatch tube
5 is some.
2) prepare before constructing：Place is peaceful, and machine-walking track laying, machinery is marched into the arena.
3) circular steel pile tube implantation：Circular steel pile tube 1 is implanted into, it is ensured that there is fibrous root to portal and 11 partly face up.
4) arbor is planted：Plantation system of taproot arbor 3, has fibrous root to portal in circular steel pile tube 1 in every circular steel pile tube 1
11 demifacet is inserted into plant nutrition liquid dispatch tube 5, it is ensured that nutrient solution portals 10 down, and plant nutrition liquid dispatch tube 5 inserts depth
Degree is than the depth of 3 main root of system of taproot arbor 4 3cm or so.
5) construction is completed：After system of taproot arbor 3 has been planted, plant nutrient is filled in plant nutrition liquid dispatch tube 5
Liquid, Demolition Construction equipment, place cleaning.
6) follow-up work：With the growth of plant, sought to addition plant in plant nutrition liquid dispatch tube 5 at regular intervals
Nutrient solution, adjusts the insertion depth of plant nutrition liquid dispatch tube 5 at regular intervals, keeps the insertion depth of plant nutrition liquid dispatch tube 5
Than the depth of 3 main root of system of taproot arbor 4 3cm or so, until after in the fully-inserted soil body of plant nutrition liquid dispatch tube 5, reclaiming plant battalion
Nutrient solution dispatch tube 5.
Claims (3)
1. a kind of circular steel pile tube for coordinating system of taproot arbor reinforcing side slope, it is characterised in that：Circular steel pile tube (1) long 3
~6m and less than the length of main root (4) after system of taproot arbor (3) Cheng Shu used, thickness 5~20mm, 60~80cm of diameter, wherein
Circular steel pile tube (1) demifacet is uniformly drilled with fibrous root and portals (11), and fibrous root portals a diameter of 2~5cm of (11), and every circle
Steel-pipe pile (1) is equipped with a plant nutrition liquid dispatch tube (5).
2. a kind of circular steel pile tube for coordinating system of taproot arbor reinforcing side slope according to claims 1, its feature
It is：Plant nutrition liquid dispatch tube (5) length is suitable with circular steel pile tube (1), a diameter of 6~8cm；Plant nutrition liquid is passed
Pipe (5) bottom is sent in cone, and is portalled (10) with some nutrient solutions, nutrient solution portals (10) diameter less than 10mm；Plant
Nutrient solution dispatch tube (5) the nutritious liquid inlet hole in top and clogged with stopper (9)；Plant nutrition liquid dispatch tube (5) is by high intensity
Plastics are made.
3. a kind of construction method for coordinating the circular steel pile tube of system of taproot arbor reinforcing side slope, it is characterised in that including following
Step：
1) material prepares：According to construction environment, suitable system of taproot arbor (3) is chosen some；According to side slope (6) actual conditions and
System of taproot arbor (3) used, choose appropriate length, diameter, thickness circular steel pile tube (1) it is some；According to selected taproot
It is arbor (3), (11) diameter it is determined that suitable fibrous root portals uniformly bores fibrous root and portals to every circular steel pile tube (1) demifacet
(11)；According to diameter, the length of selected circular steel pile tube (1), the length and diameter of plant nutrition liquid dispatch tube (5) are determined,
Make plant nutrition liquid dispatch tube (5) some.
2) prepare before constructing：Place is peaceful, and machine-walking track laying, machinery is marched into the arena.
3) circular steel pile tube implantation：By circular steel pile tube (1) implantation, it is ensured that there is fibrous root to portal partly the facing up of (11).
4) arbor is planted：Plantation system of taproot arbor (3), has fibrous root to go out in circular steel pile tube (1) in every circular steel pile tube (1)
The demifacet in hole (11) is inserted into plant nutrition liquid dispatch tube (5), it is ensured that nutrient solution portals (10) down, plant nutrition liquid dispatch tube
(5) insertion depth is than system of taproot arbor (3) main root (4) depth 3cm or so.
5) construction is completed：After system of taproot arbor (3) has been planted, plant nutrient is filled in plant nutrition liquid dispatch tube (5)
Liquid, Demolition Construction equipment, place cleaning.
6) follow-up work：With the growth of plant, at regular intervals to addition plant nutrient in plant nutrition liquid dispatch tube (5)
Liquid, adjusts plant nutrition liquid dispatch tube (5) insertion depth at regular intervals, keeps plant nutrition liquid dispatch tube (5) insertion deep
Degree is than system of taproot arbor (3) main root (4) depth 3cm or so, until after in plant nutrition liquid dispatch tube (5) fully-inserted soil body, returning
Receive plant nutrition liquid dispatch tube (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710203769.7A CN106818264B (en) | 2017-03-30 | 2017-03-30 | Construction method of circular steel pipe pile for reinforcing side slope by matching with straight root system arbor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710203769.7A CN106818264B (en) | 2017-03-30 | 2017-03-30 | Construction method of circular steel pipe pile for reinforcing side slope by matching with straight root system arbor |
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| Publication Number | Publication Date |
|---|---|
| CN106818264A true CN106818264A (en) | 2017-06-13 |
| CN106818264B CN106818264B (en) | 2023-05-05 |
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| CN201710203769.7A Active CN106818264B (en) | 2017-03-30 | 2017-03-30 | Construction method of circular steel pipe pile for reinforcing side slope by matching with straight root system arbor |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109819815A (en) * | 2019-02-26 | 2019-05-31 | 南京林业大学 | Road surface is avoided to be encircleed bad plantation circle by Tree root system |
| CN110644508A (en) * | 2019-10-10 | 2020-01-03 | 重庆科技学院 | Slope reinforcement construction method of vegetation combined microorganisms and thin-wall steel pipe for construction |
| CN111887058A (en) * | 2020-07-27 | 2020-11-06 | 宁波市天莱园林建设工程有限公司 | Slope ecological reinforcement structure |
| CN112195954A (en) * | 2020-09-08 | 2021-01-08 | 王生东 | Reinforcing pile for wetland soft soil construction and installation method |
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| JPH06280266A (en) * | 1993-03-26 | 1994-10-04 | Hara Sogyo Kk | Slope greening execution method by spraying concrete |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109819815A (en) * | 2019-02-26 | 2019-05-31 | 南京林业大学 | Road surface is avoided to be encircleed bad plantation circle by Tree root system |
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| CN110644508A (en) * | 2019-10-10 | 2020-01-03 | 重庆科技学院 | Slope reinforcement construction method of vegetation combined microorganisms and thin-wall steel pipe for construction |
| CN111887058A (en) * | 2020-07-27 | 2020-11-06 | 宁波市天莱园林建设工程有限公司 | Slope ecological reinforcement structure |
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| CN112195954A (en) * | 2020-09-08 | 2021-01-08 | 王生东 | Reinforcing pile for wetland soft soil construction and installation method |
| CN112195954B (en) * | 2020-09-08 | 2021-12-10 | 上海民航新时代机场设计研究院有限公司 | Reinforcing pile for wetland soft soil construction and installation method |
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|---|---|
| CN106818264B (en) | 2023-05-05 |
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